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HomeMy Public PortalAbout07-0433 Smith F 4 16 \7 N', f CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 10-10-2007 PERMIT#: 070433 WORK DESCRIPTION: DECK ADDITION WORK LOCATION: 116 SECOND AVE OWNER NAME E.T. SMITH ADDRESS 5 EAST GORDON ST CITY,ST,ZIP SAVANNAH GA 31401 PHONE NUMBER CONTRACTOR NAME MONTEREY SQUARE PROPERTIES LLC ADDRESS 302 HUNTINGDON ST CITY STATE ZIP SAVANNAH GA 31401 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEE'S CHARGED $ 135.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $15,000.00 TOTAL BALANCE DUE: $ 135.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. c Signature of Building Inspector or Authorized Agent: da� ,w A, A,. . � i 1 P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org •=3; Inspection Report 1 City of Tybee island 463 Butler Ave. O. Box 2149 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 fax (912) 786-9539 Pprmit NO- C/3 3 Date ilegicesterl S .441 nwner'-7, Niline 41 ' Date 2 - o9 41)0 A 7ee Contractor Subcontractor Contact Number /-A ,30' - Location // (AA 6--. !c.),?Af4 Inspector Date of Inspection it 2_1 • 0-7 ype of Inspection • / cici;71/ L ' I ‘--,i •-off inspection Report City of Tybee island 403 Biter Avenue P.O. Box 2749 Tybee Island, GL J1328 Poe: i:912) 7t-4i13 extension 114 Fax: (912) 786-t_4539 Sted r\ , Ovtit-r-,r's'Naroe _ Date ilef,, dftc) L - Af? ç Jye-7 5-47 . Gen. Co gi t ratter os1:-.1--,eS Subcorstrac..tor — --Contact N um Der EL , 77 5-,-, ;4-1) 7 ) 6 - f Itocation T"---)e 0 0 t■ . Date of Inspection Type of inspection "4- • Par,07 Fail I I p. 1 CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT _ (0)Th O 'l - O44 33 Location: 0 1 Z ? AV .)l)C- PIN# 4-0 '' - -(91- co- NAME ADDRESS TELEPHONE Owner E .T.5n4).-Ki dbz G.i-iti vr}-wi Sf 6/I 3O '`O(`2- Architect a vt vt all A- I or Engineer 52,E Li $i t9 lop .Si-e. l c3 l ' 49 0 913 —el S qS S- Building Merviteirri Grre, .11L — Contractor e°2 € �I Z 3 o� D/oz-- (Check all that apply) ❑ Repair ❑ Residential ❑ Footprint Changes ❑ Renovation ❑ Single Family ❑ Discovery Minor Addition El Duplex El Demolition El Substantial Addition ❑ Multi-Family ❑ Other ❑ Commercial Details of Project: 104 a � r ex'I' 4- i i4P - . 8• AC l d. 6 00 Estimated Cost of Construction: $ /5/600 °- Construction Type 2 (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood &Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units 1 #Bedrooms 2- #Bathrooms Lot Area�Y Living space(total sq. ft.) /5®0 ri z # Off-street parking spaces 3 Trees located &listed on site plan 0 oK, stnvee' Access: Driveway (ft.) With culvert? With swale? Setbacks: Front 2-0' Rear / O Sides (L) /0 ° (R) (A ° # Stories 2, Height Z 1 / Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys,heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through i q5 ,Dons oaf' Ot.00 c On-site waste and debris containers will be provided by p Construction debris will be disposed by by means of I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: fD . War t� D . Lo 6 Signature of Applicant: flaw i i .! - w Note: A permit normally takes 7 to 10 days to process. ', The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not,has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site j Water meter size �x t Storm drainage Approvals: Signature Date FEES Zoning Administrator Permit Code Enforcement Officer /_/ __AIIP! /e9*mg—mac Inspections �--- Water/Sewer `� Water Tap Storm/Drainage Sewer Stub Inspections ;_ Aid to Const. City Manager / mir TOTAL FEDERAL EMERGENCY MANAGEMENT AGtNUT O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31,2005 ELEVATION CERTIFICATE EMC Project No.04-0406 \Important: Read the instructions on pages 1-7. SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number E.T. Smith BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Company NAIC Number 116 2nd Avenue CITY STATE ZIP CODE Tybee Island GA 31328 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Lot 31 B,Ward One,P.I.N.1-0004-01-007 BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use a Comments area,if necessary.) Residential LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑GPS(Type): �^ (##°-##'-##.##" or##—####'°) ❑NAD 1927 ❑NAD 1983 ❑USGS Quad Map ❑Other. SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP COMMUNITY NAME&COMMUNITY NUMBER B2.COUNTY NAME 83.STATE Chatham 135164 Chatham Georgia B4.MAP AND PANEL ' B7.FIRM PANEL 89.BASE FLOOD ELEVATION(S) NUMBER B5.SUFFIX B6.FIRM INDEX DATE EFFECTIVE/REVISED DATE B8.FLOOD ZONE(S) (Zone AO,use depth of flooding) 0001 C 06/17/86 06/17/86 AS 13.0 B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. r ❑FIS Profile ®FIRM ❑Community Determined ❑Other(Describe): B11.Indicate the elevation datum used for the BFE in B9:®NGVD 1929 ❑NAVD 1988 ❑Other(Describe): 812.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? 0 Yes ®No Designation Date SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl.Building elevations are based on:❑Construction Drawings* ❑Building Under Construction" ®Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2.Building Diagram Number 6(Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3.Elevations—Zones Al-A30,AE,AH.A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO Complete Items C3-a-+below according to the building diagram specified in Item C2.State the datum used.If the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum_ __ Conversion/Comments Elevation reference mark used TBM Does the elevation reference mark used appear on the FIRM? ❑Yes No J a)Top of bottom floor(including basement or enclosure) 11.21 ft.(m) , / y • J.I. b)Top of next higher floor 20.01 ft.(m) ti , Aye J c)Bottom of lowest horizontal structural member(V zones only) N/A.ft.(m) lb'o i 4 " J d)Attached garage(top of slab) N/A 11(m) w �`� No. 257 J e)Lowest elevation of machinery and/or equipment ti-; ? ®7 13 CAL- servicing the building(Describe in a Comments area) 10.5ft.(m) E if J f)Lowest adjacent(finished)grade(LAG) 10.5 ft.(m) z g) l'%y srno 14 J g)Highest adjacent(finished)grade(HAG) 11.7 ft(m) '�' 4f1. E. J h)No.of permanent openings(flood vents)within 1 ft.above adjacent grade 0 J i)Total area of all permanent openings(flood vents)in C3.h 0 sq.in.(sq.cm) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A,B,and Con this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. CERTIFIER'S NAME -Michael E.Moore LICENSE NUMBER- 2571 TITLE-Georgia Register?d-Lartd Surveyor COMPANY NAME -EMC Engineering Services,Inc. ADDRESS CITY STATE ZIP CODE 23 East Cha street j Savannah Ge 31401 SIGNATURE : I / DATE TELEPHONE 07/12/04 (912)232-6533 q FEMA Form 81-31,January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding intormanon nom secuon A. BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,ar' 9kJg.No.)OR P.O.ROUTE AND BOX NO. Ply Number 116 2nd Avenue _ CITY STATE ZIP CODE Company NAIC Number Tybee Island GA 31328 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. COMMENTS This elevation certificate was prepared for the person,persons or entity named on the certification hereon.Said certificate does not extend to any unnamed person without express recertification by the surveyor naming said person for:E.T.Smith Benchmark-Railroad Spike in Powerpole at the Southeast corner of Lovell Avenue and 2nd Street ❑Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zone AO and Zone A(without BFE),complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El.Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed–see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) E2.The top of the bottom floor(including basement or enclosure)of the building is ft.(m) in.(cm)❑above or ❑below(check one)the highest adjacent grade. (Use natural grade,if available). E3.For Building Diagrams 6-8 with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is ft.(m) _in,(cm)above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4.The top of the platform of machinery and/or equipment servicing the building is ft.(m).__ _in.(cm)[)above or ❑below(check one)the highest adjacent grade. (Use natural grade,if available). E5.For Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 0 Yes ❑No ❑Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owners authorized representative who completes Sections A,B,C(Items C3.h and C3.i only),and E for Zone A(without a FEMA-issued or community. issued BFE)orZone AO must sign here. The statements in Sections A,B,C,arxiEarecorrecttothebestofmyknowledge. -_..._. ..__.___- --.---.----------____.— PROPERTY OWNER'S OR-OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE --COMMENTS —_ --------_ __.--- ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A.B,C(or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below. G1.❑The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor,engineer,or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area,below.) G2.[I A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.El The following information(Items G4-G9)is provided for community floodplain management purposes. rG4.PERMIT NUMBER G5. DATE PERMIT ISSUED G6.DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7.This permit has been issued for:❑New Construction ❑Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the building is: - ft.(m) Datum:— G9.BFE or(in Zone AO)depth of flooding at the building site is: • ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS _ _ ❑Check here if attachments FEMA Form 81-31,January 2003 Replaces all previous editions .4 iu5vc..■JJ z. •MISC BLDG CODE DESC LENGTH WIDTH UNITS ADJ PRICE EYB DT PCT ADJUSTMENT VALUE 1 1 RSPOA Roof Scr Por/Sla .00 .00 252.00 18.40 1990 IR 15.00 1.00 3,940 2 1 CPTFA AV CPT FLAT/SHED .00 .00 560.00 8.43 1990 IR 15.00 1.00 4,010 LAND LUSE DESC ZONING UNITS TP PRICE ADJUSTMENT CODE/FACTOR VALUE 1 01 Single Family Re R2 4740.00 S 59.50 .00 .00 .00 .00 282,030 S 4740.00 ❑ 4-0004 -01-007 Page 2 of 2 Reg By: STAFF 06/05/07 12:27:42 CHATHAM COUNTY - YEAR 2007 PARCEL SEQ 4-0004 -01-007 001 ADMIN DATA SUMMARY NO. CHARACTERISTIC VALUE DESCRIPTION 01 Light Code 00 0.00 02 Transit Distric 0 NO BUS CODE 09 COV. Last Date 05292007 10 COV. Last Value 0000438000 12 COV. Message Cd 1517 http://www.chathamcounty.org/tax.asp?pkey=17347 10/1/2007 /0;;, Sheathing It Stud Wall g Siding /Or Tuck flashing +� �� under siding /0'1 2-4 galvanized or stainless Band joist I steel washers For sA cat s - I ed1 1 ,,,,, ________........._........ - 0 MI it 1.-- —....7....1.1.-.._.... .. Use through—bolt °° --. ieck joist 7.._ --..--- .._.....,......._............... where possible //0 1 _............_. _,.. ........ . :.:::::,,„:.-..,,:::, Ill 11 , .. ...._, * 411° / For metal hangers, use only hanger nails specified by manufacturer. 2 by x (preservative Extend flashing 3' �P below 2 by x and treated recommended li over siding, ����,,����� J: 4 �D �'�� NOTE; ,�a f �, �y �+ �, After placing flashing, temporarily hang 2 by x. �� tIV w. OF GEMOO* ' A Drill bolt holes, remove 2 by x, caulk holes 5�p,�t with high quality caulking, immediately reapply 0 2 by x and tighten bolts. oc.k- -a '4 �^^ FENCE FENCE Y, 0.54ROACHES ENCROACHES Z (NOT TO SCALE) (NOT TO SCALE) MI I A MI LOT 328 LOT 32A N/F N/F WARREN MILLIKAN THOMAS SMITH 3' WOOD 4' CHAIN FENCE LINK FENCE S69 27'10"E IRF IRF s— — — O 1X1' 78.98 Mir 4' CHAIN O COLUMNS, "I x fill1W LINK FENCE O TYP. 2 6' CHAIN O LINK FENCE I 12 0 Lai , 14. -� . /7�T /// /7//» >i // 1'x1' O ° ° a ° ii 2 STORY a COLUMNS N Z . 4 ° ° ° i, WOOD W a f ° a i/ RESIDENCE i. 8 ° (,\I PPo a Cone. , ° ° DRIVE° . n. °. ii 1st ///„q/ , ° Q ° 2nd FLOORiiFL00Ri ° k 30" PALOT 31A a: ; ABOVE ° „ / CAR RT° CARPORT° i ° I 1 J N/F C ° °0 •. �i i a� ° ROBERT MILLIKAN N 14.3 f JA C a °� 14.4' O 1\1 I PAD ,� O CS N 1 " PALM LOT 31B °.° 10” P I O 1.4' CONC PALM DRIVE _ _ IR r 78.98 . 69 27'10" a Wx IRF k o I --/ 14" PALMS ° 3 WOOD °° FENCE ° \ --J 2nd STREET /y IRF = IRON ROD FOUND � I- y 4 .1 lit f * D71 a , * 42'0A, REFERENCE: '4V1. E. M DEED BOOK 182 'J', PAGE 706 THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE I CERTIFY THAT IN MY OPINION THIS IS A BASED ON MY OBSERVATION THIS LOT IS OF THE PERSON, PERSONS CORRECT REPRESENTATION OF THE LAND LOCATED IN ZONE AE, A SPECIAL FLOOD OR EN77TY NAMED IN THE PLATTED AND HAS BEEN PREPARED IN HAZARD AREA AS DETERMINED BY FEMA FLOOD CERTIRCATE HERWON, SAID INSURANCE RATE MAP, COMMUNITY NO. 135164, CERTIFICATE DOES NOT CONFORMITY WITH THE MINIMUM STANDARDS PANEL No. 01-C, MAP DATED JUNE 17,1986, rvrriun Tn AAIV uruweurn AN!) RFOUIRPMPNTS OF GEORGIA LAW • 0 p AZ c a u)0 B D II II j co -' -. ."4 60.00 /......, ' o ®Professional Member N 20°32'50" E 1 0 of American Institute of 8.. 8„ I- j ( � j o Building Design o I - - - ( r - U P.T. (2) 2 X 10 I I ' I j i o cc I__/__ _j I 10' SETE3ACK 01 - I I u_ I o t�.. r. .1P.T. 2x10 6 16" 0.c._ I j I I {" CEILING JOISTS c 1 12" X 16" (NOMINAL) CONCRETE BLOCK O O ( 101-4--"3 I I I z _ i_ PIER, REINF. 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I I'14� 1� — — — — — — — — — — i�•:•••s s,,.•.p•••;: :;•. gp• p'•.••e iii:0ipi::::pS•�•'�❖i0•:Op'i0:::::0•�p••••� •::•:ppp••: :'p.` .���:O:Oii�A::�•�:: ��••:.•':p:.`;:;0••••;•QiF•:Op p`:••,•••p.;i� . ❑ •• -t Q AM A r�••�ii1�i�•••••••:�i�:wii••,.`iA00�0.•i: !•• • .•‘'Y.�:•.•wi•!•ii0•!7•M.:❖•w•J.•❖• •'O•t:•:.••:!w•D:❖�•Q:•:tr�:�i;i❖:!J••:•O•A r•A�.!�1S:� .•p,,i. i�0i 0�OI:lJJ:1J•.•t•Q:� SCREEN N O C- _ O t R• • • .p�..�.�y���.j.�•3'TT�.•.:•f':pi• yjj.�.ja��.�.j.�d�.��.j�0�q�.���.�.�.jj♦�� ►.�a�.�.�j�•j�`•j.��.�y�����.j.���� ��.�Zr..'.��j.A�•y�jj.�.�p��.j����.� -- L�J/ •�•p•O ••O;p. Op:p�:•i0•'•�i�•p;••�ip;•s �;••i:❖iiO•0�.0••ii❖ i"•.�•.O•iip•O•O '•i•;00.�.•♦��►•;O •••;O•pMO:•O•i'O:•11'00♦•ii y:••• •cJ�+ i.i••• p•,'•••O•;•:ON:❖ _ J 0•:Obi•!w'3`«•••r.•O •0��;;.•p;��p:•;;;�•;•;�•;4 '••;•;pO•;;Q•;O;•Op�. �:M`?�a!�O.` ❖:�i�•:r•J:�:•��••,p•:i•••••;♦••g0;•O•:p; •ii••��••'i'♦p�i♦i♦•••p••,.; •••p••;•;••p•;! NO STEP, LT !1I.... 4 � . . I DECK LEVEL MATCH W! ' ••••:O•��ii:�:• !:!"000•E�!:i•O•• �•Lil:!:!:l:IO:Aw�w❖ :!•w•�iiw•:!iw•i•:pJ•s.�w �j II t EXTINSCREEN PORCH •• ♦•"4 D J !D` • `i 4 J•OD 7•�`•OA!!l2030w!wP�%O`!?i va`D DD `�-rig•a JJ'• JDJ `. ii`•7 Vi' viV'JJI =I0-O • wwp.4w Oe•A•••w.Q.wp:,ei �www•wryw ••••• W • __.__ _- '---_.-- -- ---_--_-__ .- ----_-- .wwOAwww?S.pw.Oww!w.ww!wFQ%wwOw�w rA`•wwA` .w3 .w.w w.�•••!w0. .pi.• _ _ .__—__- � — — b"x6" BUILT WOOD POST ■ L ❑ DK • M - • • ,, AO + Q A , i X10 Z 12"x16" (NEW) G.M.U. PIER :'; _ 1 X1 1' '' Ct• 3too 3- - 4.-41 :: 36 HIGH PT. WOOD '`�A.6 ���.4;t i1�C-'�g } etc`ttl -IN W/ 3/4 STUCCO MATCH 72 2 `� G�• it dyr� Q Q EXISTING FINISH • • RAILING PER GORE. 2 2 St a. %,,- iatl19S . I NOTCHED 5TM PICKS S x tzasYS es, � � a G ��� � t!AI/BEVELED SHOE RAIL. Q tied t o w m a LOWER LEVEL 11.21 MSL - X I S T I MAIN LEVEL 5 . . SPACING }tY9 , � County Q(fZ --I VV.._ CODE COMPLIANCE W AXIS INS XISTI \� w n1a 0 :. ' CI ,T Is ar s'€ lj. `1.1.143x1 COM f N 1 iF ery effort as been made to identify /�/�� �✓ ELEVATION ` , / 3 ° j 1 W Y L L � _ __ ,":I: ;!l .{a r' liA) i,Y21 code violations, no oversight°sight by the FAMILY DWELLING'�i Ore' es shall ° SCALE: 1/4"=1'-0" . �tx,�, , ev �t�e se construed as SCALE: 1/4"=1'-0" a.rw v L i A= g ti i I H W " o violate, cancel, alter or set aside r °� ,'` ts3( @r13 any i applicable codes or ordinances. The i' LL.o review and pe it should no� be oo s aed s a wa r ', o n f i-r teo.e, �n �,r> Q rz w /-� Ci 7:3 1.0 r---- • [ I (,� CO _ --- ------ --- --- -- — - _ [' ---- - - ---�, I- -------- - 1 T b"xb" BUILT WOOD POST Q ------ -- ---- ►- -- - -- --- I=—_- ..._;_ --------- - - --i 56" HIGH PT. WOOD - -- - -11 _ - i II1cJ:4 :H OD 0 RAILING PER GORE. Wl2x2 --- --- - ;;;;;.;;�� ;:':;'::�����::�::r�� U w ODE. Wx2 z ±#± 'T - NOTCHED PI -0 — - -- - - — - PICKETp i---___ ---- W/BEVELED •SHOE RAIL. 1 ►:�;0:0�:'�•'i0'•O� d�:3:;p:��S::�:��1�'h:�$:;,,3 E RAz i - - _ 1 PICKETS oAX 5S" O.G. ❖:A:•:::8�•' :❖'❖:��•,33go!.'.•••;•�,•o::•:o o - -- - ---- - SPACING ►A� 3 ::or ::`:3:0�� �`o�O:�O •:o�::.r� X 5.5 G._ ►'•00••o•8•so oo•%••ppppp�'••••♦♦••••••p••'••••p SEPT.26 2007• ..•...p...., .•w•.• .•••p••St . ..• 44 REVISION: W ------.------_---------- - - b X b BUILT WOOD POST -- — �i:.�.:•O:.•�i�.�•.�.; %ikalso., p••ij��0•.' •1.00.1 - - - - — — I r - — - ----------- -- - DECK LEVEL MATCH W/ - w �_ ____ .=____.---- ---T --- -- - - - I I 1 I EXISTING SCREEN PORCH I I EXISTING SCREEN PORCH 2 — — o CD w 12"x16" N w W/ 3/4 STUCCO MATCH w a._. ...._ -IN EXISTING FINISH 4. 12x16 NEW G M P R , IN _ W/ 3/4 STUCCO MATCH -44 . I- i .. }I is- DESIGNED BY EXISTING FINISH +I z us: '. . o i. w _. DRAWN BY o i' i:. LOWER LEVEL BPJ w VEL 0 i . 11 MSL L LOWER LE I- - , , 11.21 MSL 0 PROJECT NUMBER 0 N XISTIN J EXISTING SHEET ®NT V TI®N I —' SIE ELEVA'ION SCALE: I/4"=1'-O" a SCALE: I/4"=1'-0" A2 ■ 1 0 U O 0 GENERAL NOTES AND DESIGN CRITERIA DESIGN CRITERIA 2006 INTERNATIONAL RESIDENTIAL CODE W FOR ONE AND TWO FAMILY DWELLINGS m GENERAL CONSTRUCTION NOTES: o h.- --- 1. FLOOR DEAD LOADS: _ a. ALL WORK UNDER THIS CONTRACT SHALL CONFORM TO ALL CODES, PARTITIONS 20 PSF co ALL AUTHORITIES HAVING JURISDICTION OVER THIS WORK WHETHER SHOWN IN THESE FIXED EQUIPMENT ACTUAL WEIGHT z CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY FINISHES ACTUAL WEIGHT o o ®Professional Member CONTRACTOR SHALL SECURE AND PAY FOR ALL INSURANCE CALLED 2. FLOOR LIVE LOADS: o of American Institute of FUNDING INSTITUTION.COPIES OF INSURANCE CERTIFICATES SHALL BE FILED WITH THE ARCHITECT. LIVING ROOMS 40 PSF Building Design GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK WITH ALL TRADES INVOLVED. SLEEPING ROOMS 30 PSF o , ATTIC W/ STORAGE 20 PSF 2 GENERAL CONTRACTOR SHALL VERIFY ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF EXISTING FEATURES ATTIC W/O STORAGE 10 PSF BEFORE STARTING WORK, NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. DECKS 40 PSF u_ I ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH IRC 2000 CODE, OSHA, ACI, AISC AND AITC BALCONIES 60 PSF 0 \‘...." CODES AND REQUIREMENTS AND ALL APPLICABLE STANDARDS. GUARDRAILS & HANDRAILS 200# u �Lu GENERAL CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND VENDOR 3. ROOF DEAD LOAD: LOOK BEAvic' W _ I_ DRAWINGS FOR COORDINATION OF EQUIPMENT IN AND/OR BENEATH SLABS. ROOFING 2.0 PSF li .DECKING 2.0 PSF (SEE TJI S-OP DWG.) �Y �m SUBGRADE PREPARATION NOTES: INSULATION 6.0 PSF T.O.F. "' 3 PROJECTION HANGING & MISC. 9.0 PSF FRAMING 5.0 PSF 2x P.T. PL. REFER TO GEOTECHNICAL REPORT FOR SOIL INVESTIGATIONS RESULTS AND SOIL PREPARATION REQUIREMENTS. CEILING 5.0 PSF o CO lc FIXED EQUIPMENT ACTUAL WEIGHT ism■ PRIOR TO CONSTRUCTION, ALL BUILDING AREA, PLUS APPROX. 5 FEET ON EACH SIDE, SHOULD BE STRIPPED j I "SIMPSON" BEAM STRAPS 7" MIN. OF ALL VEGETATION, TOP SOIL, ROOT SYSTEMS, ANY EXISTING PAVEMENTS, ■ /_. ° z O 4. ROOF LIVE LOADS: ■ ' MSTA36 5/8 0 ANCHOR BOLTS SPACED SITE DRAINAGE SHOULD BE ESTABLISHED TO PREVENT WATER PONDING WITHIN THE CONSTRUCTION AREA TRIBUTARY AREA LIVE LOAD: ■ Mai ° © ° ° PER CODE W/ 3"x3"x 1 /8" ° AND TO FACILITATE THE STORM WATER RUN-OFF. 0 TO 200 SF 20 PSF 1- ,; z �( ,I;,'1....,,_ 201 TO 600 SF L = 20 x R1 ■ • SQUARE WASHER & NUT `.. ce \ ) t7 IF NECESSARY, THE SITE DEWATERING WILL BE EMPLOYED UNTIL THE FOUNDATIONS AND UTILITIES ARE IN PLACE. r CMU PIER . cn igt‘'----*_-. Lii DEWATERING METHODS WILL BE SELECTED BY CONTRACTOR AND APPROVED BY ARCHITECT/ENGINEER. R 1.2 - 0.001 At • •1 = t • • :.' 'SON Strong-Tie 3" H00‹ W L C ANY UTILITIES THAT UNDERLIE THE SITE, SHOULD BE RELOCATED AND THE TRENCHES BACFILLED WITH APPROVED (400 SF 16 PSF) IN ° ° F=- : a . ".; SUITABLE BACKFILL SOIL. THE BACKFILL SHOULD BE PLACED IN SIX INCHES THICK LIFTS AND COMPACTED z „. OVER 600 SF 12 PSF • • '-� TO 95% DENSITY IN ACCORDANCE WITH ASTM-D-1557. ■ • N m ::' 5. WIND LOAD: ® � 5/8"o ANCHOR BOLT 15" LONG ����` ��' c '` 0 THE EXPOSED SUBGRADE UNDER FOUNDATIONS AND SLABS WILL BE THEN LEVELED AND COMPACTED. IN - ' 4 .?`- z Co, ALL OF THE EXPOSED SUBGRADE SHOULD BE COMPACTED BY REPEATED PASSES OF A VIBRATORY ROLLER. 3 SECOND GUST WIND SPEED Vas = 130 MPH M • NOTE: ANC-OR t���} . -' COMPACTION EFFORT SHOULD CONTINUE UNTIL THE SOIL UNDER FOOTINGS AND SLABS REACHED DENSITY OF (FIG. 1609) - E C OR BOLTS MAY BE 1 0" LONG o 5 : . 95% IN ACCORDANCE WITH ASTM D-1557 FOR A MINIMUM DEPTH OF 12 INCHES BELOW BOTTOM OF THE EQUIVALENT BASIC WIND SPEED Vfm = 110 MPH EPDXY SET BOLTS IF PROVIDED AFTER SLAB m t ,ts, FOOTINGS AND SLABS. 1- to T- ' (TAB. 1609.3.1) ROOF NET UPLIFT = 20 PSF o 0 ' ANY AREAS THAT BECOME UNSTABLE BENEATH COMPACTION EQUIPMENT SHOULD BE EXAMINED TO DETERMINE TYPICAL BEAM CONNECTION PIER TYPICAL MUD SILL ANCHOR BOLT D I W I THE CAUSE. IF DUE TO UNSUITABLE SOIL, SUCH AS CLAY OR HIGHLY ORGANIC SOIL, THE AREA SHOULD BE I III II F .m 11.-L°' UNDERCUT TO FIRM SOIL AND THE EXCAVATION BACKFILLED WITH APPROVED FILL COMPACTED TO 95% OF ITS 6. SEISMIC CRITERIA: (2006 IBC - SECT. 1615) " "' •1 ' DENSITY (IN ACCORDANCE WITH ASTM D-1557). IF THE INSTABILITY IS DUE TO EXCESS MOISTURE IN OTHERWISE SITE CLASSIFICATION: SITE CLASS "D" NOT TO SCALE NOT TO SCALE 1- ��I�1 La ACCEPTABLE SOIL, THE AREA SHALL BE AERATED OR OTHERWISE DRIED AND RECOMPACTED TO THE SPECIFIED DENSITY. AVERAGE "N" VALUES: BETWEEN 15 TO 50 'k 2 "0 Cvi ALL OF THE FILL FOR THIS PROJECT SHOULD CONSIST OF A CLEAN, FREE DRAINING SAND WITH A MAXIMUM OF SPECTRAL RESPONSE ACCELERATION: Ss = 1.0, S 1 = 0.3 o co CD 15% FINES. THE FILL WILL BE FREE OF ROOTS, CLAY LUMPS AND ANY DEBRIES. SITE COEFFICIENT VALUES: Fa = 1.1, Fv = 1.8 0 ' a a a PROJECT WILL BE PLACED IN 8 TO 10 INCH THICK LOOSE LIFTS AND COMPACTED E- 0 ACCORDANCE WITH ASTM-D-1557. o C THE DESIGN SOIL BEARING PRESSURE IS PSF. Sect. I • 1. . HANDRAILS nr i C A OP `It J .fS--' 2000 CAST IN PLACE CONCRETE, FOUNDATIONS AND FLOOR SLAB NOTES: NOTES: tams b l sn s, in heir�ht re s m re m an ���i� o N a Porches,fraicofios,rams daclgs more than 30"abavb o t ALL WORK TO BE IN ~ M rs o sot pa's€o 6" g€aar rails. z ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS, UNLESS NOTED COMPLIANCE WITH IRC 2006 Lacg t o ing �`ttts l is �` OTHERWISE. RESIDENTIAL BUILDING CODE; ., o �I� MIXING AND PLACING OF CONCRETE SHALL BE PROVIDED WITH CONSIDERATION TO WEATHER CONDITIONS AT 130 MPH LOADIND .,:'." THE TIME OF CONSTRUCTION. FOR COLD WEATHER IN ACCORDANCE WITH ACI 306, FOR HOT WEATHER IN CONDITIONS. ACCORDANCE WITH ACI 305. LUMBER SPECIES AND GRADE CURING METHODS SHALL BE SELECTED BY CONTRACTOR AND ARCHITECT/ENGINEER APPROVED TO SUIT WEATHER __OS R:4, .:-.,,1 N' D 1,0-3ar1 r t°, 3 CONDITIONS AT THE TIME OF CONSTRUCTION. STUDS- No. 2 OR BETTER. , SPRUCE, FIR, S.Y.P. 16" O.0 '_,. . 3 a ,� , < �>� £' fit :ntiF:s;Fx�� � "-�hi s,y FA), n ' €s WEATHER CONDITIONS SHALL NOT BE ACCEPTED AS A VALID REASON FOR INCORRECT OR OTHERWISE POOR MAX. �� ,t;g=�`°«_- WITH-" A. 37.3 i.N S' °"74,, {` QUALITY OF CONCRETE OR CONCRETE SURFACES. NON BERARING PARTITIONS- a ``a&XC t ° s. : = ±tlj✓^ate - No. 3ANY SPECIES 16" O.C. 1, :z, 4 q4 F�`� ` UT LO CONCRETE FINISHES SHALL BE SELECTED TO ACCOMMODATE FLOOR COVERINGS. SCRATCHED FINISH FOR SURFACES MAX. b X b POST NOTCH & CLIP AS DEGK o 11 (IF I ,, -, t h ` £' ; -- REQUIRED INTENDED TO RECEIVE BOND APPLIED CEMENTIOUS APPLICATIONS. TROWELED FINISH FOR EXPOSED INTERIOR JOISTS RAFTERS- No. 2 OR 4r.' �-�1i ON MITER JOISTS/ RAFTERS- NONSLIP, LIGHT BROOM FINISH FOR EXTERIOR EXPOSED SURFACES. BETTER SYP 16" O.C. MAX. 36" HIGH PT. WOOD RAILING PER GORE. ' 0 ALL FINISHES SHALL BE MINIMUM CLASS B TOLERANCES, EXCEPT FOR EXPOSED CONCRETE SURFACES WHICH W/2x2 NOTCHED STM PICKETS IN/BEVELED Ct SHALL MEET CLASS A REQUIREMENTS IN ACCORDANCE WITH ACI 301. SHEATHING SHOE RAIL. PICKETS ON MAX 5.5" D. G. ,:,54 0 SPAG I NG W GENERAL CONTRACTOR SHALL INVESTIGATE ACTUAL LOCATIONS OF UNDERGROUND LINES AND UTILITIES BEFORE MIN. 15/32", LAY WALL to -, EXCAVATING. ALL EXCAVATIONS NEAR THESE LINES SHALL BE CARRIED OUT WITH EXTREME CAUTION. SHEATHING HORIZONTALLY WITH (2) 2 X 10 LEDGER BOARD BOLTED TO ALL EDGES SUPPORTED BY 5/4"x6" P.T. #1 DECKING UNLESS OTHERWISE NOTED, ALL REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO ASTM A615, STUDS OR HORIZONTAL EXISTING RIM JOIST. STAGGER 5"N GALV. S SIMPSON STRAP MSTA36 BOLTS W/ SQUARE WA5HER5 A5 REQ'D e GRADE 60. BLOCKING. AS REQUIRED Q ,' 8" O.G. -VERIFY INTEGRITY OF EXISTING Z UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM FASTENERS SECURE b X b POST W/ HDSA ANCHOR - RIM BOARD. TEMPORARILY SHORING Z REQ D IF RIM BOARD 15 REPLACED. TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI SP-66, i j LATEST EDITION. FOLLOW IRC 2006 TABLE '- _ _ 602.3(1) USE MANUFACTURED 'i�Q'�,� 11e-° � $ - Q ALL BAR SPLICES SHALL BE CLASS C TENSION LAP SPLICES, UNLESS OTHERWISE SHOWN. PROVIDE STD. CORNER SUPPLIED FASTENERS FOR 1 X 4 545 FASCIA CONT. `�� a CO o BARS AT ALL CORNERS. CLIPS AND TIES. UPLIFT I:�' L I X 10 545 FASCIA GOVT. = • m PROVIDE MINIMUM OF 3" OF CONCRETE COVER FOR REINFORCING STEEL WHEN THE CONCRETE IS PLACED RESISTANCE MUST MEET OR p 0 = EXCEED TABLE 602.8.2 1-3. o DIRECTLY AGAINST GROUND. (3) GONT. 2 X 10 SEAM Ei,: _-_ (�/ Z co WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 2 X 10 SILL PLATE i 2x GALV. JOIST HANGERS A5 REG'D 1.L. z 5/8" X18" ANCHOR BOLT W/ 5" SQUARE II'. GI_ .:: 0 ( 0 0 WELDED WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS AND BE WIRED HEADWASHER 6 Ib O.G. 3' E 2 X 10 FLOOR JOISTS HUNG ® Ib O.G. Co TOGETHER. C W o o ALL SLAB AND FOUNDATION REINFORCEMENT SHALL BE TIED IN PLACE PRIOR TO PLACING CONCRETE. t W u.1 "_- • Z I w >- o HOLD UP REINFORCING WITH TYPICAL STANDARD CHAIRS. III_ 'II 1 EXTENDED NEIAI EXISTING ® � D E- o REINFORCEMENT SHOWN SHALL BE USED AS DETAILING GUIDE. PROVIDE RE-BARS AS REQUIRED TO SUIT a 11- GAR FORT GAR FORT �,._ - W ,� SPECIAL CONDITIONS. - 2 > ,- o CONTRACTOR SHALL COORDINATE EXACT ANCHOR BOLT LOCATIONS AND LAYOUT WITH BUILDING CODE 5 I ® vl < REQUIREMENTS AND THIS DRAWINGS WRAP PIER W/ MASONRY STUCCO II' aI g .;;_ p -MATCH FINISH OF EXISTING -� z FLOOR JOINTS SHALL BE LOCATED AS INDICATED ON PLANS. Pit °I.C ,- - L N 0 AS REQUIRED FOR WORK SEQUENCE. CONSTRUCTION JOINTS SHALL BE LOCATED II. : :: f '� f • I= � , Fe REINFORCED CONCRETE MASONRY NOTES: 12° x Ib" (NOMINAL) CONCRETE BLOCK PIER, C EXISTING SLAB W m Q E- REINF. W/ (4) #5 VERTICAL BARS, FILL CELL r. .2 ( �'�/• M o ALL BLOCK CELLS ARE TO BE GROUTED SOLID FROM FINISHED FLOOR TO TOP OF FOOTING REGARDLESS IF '--------� fl I- I-- Q Z i.: W SOLID W/ 4,000 P.5.1. CONCRETE GROUT. M4 a BLOCK IS SCHEDULED TO BE REINFORCED OR NOT. •. II : II.: S Q = z CONCRETE BLOCK MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N, WITH A MINIMUM COMPRESSIVE - 0 G J 0 z STRENGTH F'm = 2400 PSI. • =II II =' a p DATE: z MORTAR AND MORTAR MATERIALS SHALL CONFORM TO THE PROPORTION SPECIFICATIONS OF ASTM C270, TYPE "S". <5 APPROXIMATE LINE OF EXISTING E jI.: II = SEPT.26,2007 o DRIVE -PATCH 4 REPAIR AS REO'D ., ." . � ,,, HORIZONTAL WALL REINFORCING SHALL BE STANDARD, NINE GAUGE REINFORCING FABRICATED OF STEEL CONFORMING REVISION: " TO ASTM A82 AND SIZED TO FIT THE WALL WIDTH. REINFORCING SHALL BE GALVANIZED IN ACCORDANCE WITH a II_ II., PROVIDE SOLID MASONARY STUCCO TRIM, SURROUND AND °z ASTM A116, CLASS 1 OR CLASS 3, OR ASTM A153, CLASS B-2. FURNISH PREFABRICATED CORNER AND TEE UNITS. 3'-O" X 5'-O" X 20" DEEP, 5,000 P.5.1. ° °°` PILASTERS, NO OUIK-R, B-BOARD OR SIMULAR PRODUCT, CONCRETE REINF. W/ (3) #5 BARS @ 8" / SHALL BE USED t- HORIZONTAL WALL REINFORCING AND ANCHOR BOLTS EMBEDDED IN MASONRY SHALL BE COMPLETELY PROTECTED O.G. EACH WAY BOTTOM. / -:-it = BY MORTAR. sW z gd oil, _ . o " 0 REFER TO DRAWINGS FOR VERTICAL MASONRY WALL REINFORCEMENT AND CONCRETE FILL LOCATIONS. z L p 3'-0" $LU ►_- VERTICAL MASONRY WALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. REFER TO CONCRETE =. .�zq `"%(G;'`:fir== t� 'CD Q s__.:. �.-z.r.>'�..fi.fn Ss `"s.,E> Sb .<:-: a '.,±j:'•o NOTES FOR VERTICAL REINFORCING DETAILING, FABRICATION AND INSTALLATION REQUIREMENTS. �' F ,ra�� - O g €_� '=_"t1J W `iz`b??_»6's-�`,'..4�'�a 8�s-:' 'x 3u{s ., K- e s z-- w VERTICAL REINFORCING TO BE LAPPED 24" (MIN.) AT DOWELS AND SPLICES. m A t- ¢1i�4�'��� ��3�.1 THICK O F I;u6� -q � �?�� �\e 2:wa c-� :x3Y`a;s a' 11E F , TE 8 T BE DESIGNED BY • z VERTICAL REINFORCING WILL BE PLACED AT ALL OPENING JAMBS (#5) AND HOOKED AT LINTELS. AA t f1i'9 ; ; .4N1 H S*. Baal °i' ADE.. BPJ o CONCRETE GROUT TO FILL VOIDS IN MASONRY UNITS SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH 30 DRAWN BY w F'c=3000 PSI IN 28 DAYS. REFER TO CONCRETE NOTES FOR CONCRETE MIXING AND PLACEMENT REQUIREMENTS. BPJ o CONCRETE AGGREGATE WILL BE 1/2"o MAX. 3; .,a s,;: ,•.,,ez �q,. PROJECT NUMBER -' METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION SHALL BE HOT DIP GALVANIZED AFTER f N FABRICATION IN ACCORDANCE WITH ASTM A 153, CLASS B-2. g, s ; _> e SHEET ia:Fab }F�r g - z METAL ACCESSORIES FOR USE IN INTERIOR WALL CONSTRUCTION SHALL BE MILL GALVANIZED IN ACCORDANCE WITH �� 3 I° °, a�i .�ItI o ASTM A 641, CLASS I. J � ... ,, i2 i_ CI O A4 . I 0 0